Loading...
HomeMy WebLinkAbout2053-28PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' ♦V W^ V F— U m U 0 0 O FXIS IN L FT ME IA U O~ O .00 O00 p Icfl O u') u') O + O O O o~ opt- o°p Lo + LoMo •1 %� CD L) O 000 C:) O + � Np U F- Ot1� � O �� NO � m U p ON o �� + tf) O Ur � F- ON O� + � �-o n CD O x Or C) �+ L0 00 n W N . Z +� �-, N - N N . 0% POP SE LFT MEDIA 0. 3� E IS IN L FT MEDIAN—FNING IA sL— PR PO ED RI HT ME IA 9% • 0. 5% E S G I E o 0.82 0 m U 0 U F- W Lu tij C D F- F^ O O CO N (n O o U �W O t� CO + � CD CD o0 Z + O p r7 + -+ m N N7 � LNm 61.1 C� U O �� ~ O CD O O O O .OXO p OCD O O O O OpZO - Np .- 3LIRR TOP F PRO ' OSED UR EXI TIG �OP OF CU B 28 29 30 31 32 33 34 35 36 SANTA ANA AVENUE _ o U (n O X cn I— L� O X IU- LL I LL, O - W - � CONSTRUCTION NOTES: �ZLo N� `�� LoEXIST. R W 'moo N I CONSTRUCT 8 CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 1003. O2 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 1003. EXIST. WTR. DWDWD11L� DWDGS' D1U Dd4' DbI� Dye' DLI' — Dd1� D4I' DWDW DW DWDL4' DWD4� DWDW DW DYd' O3 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. DETAIL 1015. I MEDIAN IMPROVEMENTS PER p SAWCUT LINE 20 2 LANDSCAPE ARCHITECT PLAN C � 20 CONSTRUCT 8.5" A.C. OVER 12" MIN 95% COMPACTED NATIVE SOIL (TYP.) coO ---------------------------- u _ - r _ _ .. 1-- 8 9- - - - 3b 3b 37 - 2 2 30y - - - co _ N -_ -�- --- -_ - _ • - _ _ - -- _ _- ____ -_ _ _ _— - -- -r ---= - - -- - _ --_ _= _-_ -_- __ _ - _ -__ - o _ T N - - - _.. _ W Q J ==-=-_- =_ -- -- --- Q I y w �—� w y o 20 B 2 o W I cn '- ^^ `— ^^ U' EXIST. WTR . N LL_J I DGS' Doti' �� w E5" DW DW— o,-'�,- NCD�'�r "?,x DW Dd"f Dd"l Dl�t� DV'J DU,� Dd4� DFt� Dd�J Ddr� Ddrr DNr� D�'J DW�1"+— DW �Z 00Z CVZ •� �Z =- - - -- -= - PROP. CONCRETE V + +. + �-, ,� + N00°32'18"W -- 543.00' MEDIAN �o CV �o�� CV oo �N oo �� "� `-`% ? R/W n EXISTING 9011 SD LEGEND LINE/CURVE DATA TABLE PROP. A. C. PA VEMEN T '= LIMITED USE AREA PER CITY A OF FONTANA STD. 140 =- - - -- -= - PROP. CONCRETE BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89004'00" EAST PER TRACT NO. 16074 M.B. 278/78-92. BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER i _LST- AES -----_ r �____---- - __- - . _,�.�---------� --- -- ,,-- �-------------`---------,, ___, _ ----- =:LO-� ��E" \ EXISTING FIRE HYDRANT -- '� �' \ PROTECT IN PLACE----,-- SPL t - EXISTI'NG ME-ANDER.ING-5'_S_ SIDEWALK ___ t �- _ -_ fi--- \\ - _- -------------- �^ _ _� .,. TRACT 16495 �. ` I5 �' ' `t? `° cn U J I G `il F �� s? a r Ld cV X �I— l_t_ C J e O X ~ E �' C. i� 41' '`•� a'L ua GRAPHIC SCALE. 1 11 ,0 TOLL FREE -qmmmmw-1 - 800— 227— 26 00 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT •lam„ )1 III hI I�I �•\�\ r�•\� \= .. DW I SANTA ANA A VENUE mu REVISION DESCRIPTION LINE/CURVE DATA TABLE O DELTA BRG RADIUS LENGTH REMARK A N00032'18"W -- 130.00' CURB B N00°32'18"W -- 133.00' MEDIAN C N00°32'18"W -- 543.00' MEDIAN SANTA ANA A VENUE mu REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �0 f E S S ION �o e w c 9� ��� ��` tij�� �`G, � N0.63494 Exp. 9/30/06 sl �1VI\_ �� 9rF �o�� OF CN PLANNING ■ DESI13N ■ CONSTRUCTION 3536 CONCOURS, SUITE 220 ONTARIO, CALIFORNIA 91764-5592 909.581.0196 ■ FAX 909.581.0192 • www.R6F.com CONSULTING PREPARE UND T S P VIS N OF: _ DATE: 5._ZL5.0:5 CITY OF FONTANA, CALIFORNIA U o o .. . PLAN AND PROFILE FOR THE IMPROVEMENTS OF SIERRA AVENUE DRAWN BY: R. G. SIERRA AVENUE STA. 27+50.00 TO STA. 33+70.00 SCALE:to" - 40' JOB NUMBER 15-100634 DESIGNED BY: _APP a 6 . L _ f -- WC -A 0 SANDOVAL R.C.E. 51152 DATE: DRAWING NO. 2053 28 CHECKED BY: M.H. ADD SHT 2$ MEDIAN, CURB, do SIDEWALK IMPROVEMENTS �j p . MA HEW C. HICKS RCE NO. 63494 EXP. 09-30-06